Vertical Displacement Analysis of Embedded Square Foundation ... - Springer
B: half side length of square foundation. x = A b 4B2 for square foundation, x = 1. A b: foundation base area C dyn = λ.c z (3) c z = 3.4r2 o 1−υ ρG (4) where C dyn.: vertical dynamic surface damping. c z: Static vertical damping for surface foundation. r o: equivalent radius for square foundation, r o = √2B π. ρ: density of the ... ................
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